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01. <br /> UNIFIED SOIL CLASSIFICATION SYSTEM <br /> PAJOA OIVISIO4S LTA OESCAIAT104 MAJOR Ol Yf SINS tY■ OESCAI►TIOM <br /> Gx 11.1 l-9raNd gra.e is or gra.et land AL Inorganic till$ and very lane <br /> wr%, li[tle or no fines. Sonet. roti lltwr,, silly pr <br /> GRAVEL w SILTS [layt7 Tihr Sands Or Clayey silts _ <br /> Gr Foo Sand grotlrd gra,cl$tlikea Or gra.el -ith Slight plasticity. <br /> AMO rand wir[wr, tier le or no tinct. aM0 . <br /> C1 lnorgantc r.layS of to. to r diuw <br /> .. - GAAYCLLY Cal Silly 9ra.elc, gra.rl-Sand-ciay CLA7S pla$1 iC ity, gra.rlly clays, Sandy <br /> - SOILS wi•tures. Ltr50 CIAYS. silty Clays, lean Clay$• - <br /> COAASE CC Clayey gra.els. gra -sand-clay flhE Ot organic silts and organic Silt- <br /> . <br /> LRM i4[O ni a1.re 3. GAAI4Ey clays of to-plasticity <br /> - <br /> SOILS SM vrll-gradrd Sanas or gra•ettr SOILS .4 t^argan:C Sills, wiucep.S or <br /> 1 sands, little or no fines. SILTS 11i4 to^aceous fine sandy or 011Ttoils. Rl astlLSiltt <br /> SAM) S► Poorly-graded sands or gra.elty ANN <br /> rte- AMO sands, littfr or no fines. CLAYS CM tnprganic clays of high piattie;ty, <br /> %at CIaYS. <br /> L..r SAM07 SM Silly sands. sand-tilt wi.lure%. tt•50 OM organic clay% of m4i.. to higa <br /> SOILS plasticity. <br /> SC ftarrT ranee, sar•J-elay nIL <br /> i.tureS. MMLy ft peat and Other highly organic - <br /> Qa.A41C SOILS lolls. <br /> Standard penetration split spoon sample lJ Blank casing <br /> Modified California Sampler <br /> .z Shelby tube sample © Screened casing <br /> w, ® Water level observed in boring <br /> t , <br /> } � * No recovery Cement grout <br /> NFWE No free water encountered <br /> N05C No odor, scent, or fluid cut Bentonite <br /> is <br /> NOTE: Blow count represents the number of blows <br /> of a 140-pound hammer falling 30 inches <br /> t# per blow required to drive a sampler Sand pack <br /> � . through the last 12 inches of an 18-inch <br /> 'x penetration. <br /> NOTE: The line separating strata on the logs <br /> represent approximate boundaries only. <br /> The actual transition may be gradual. <br /> k No warranty is provided as to the continuity <br /> f of soil strata between borings. Logs <br /> represent the soil section observed at <br /> the boring location on the date of drilling <br /> J only. <br /> ? n:' PLATE <br /> F J.H. KLEINFELDEiR & ASSOCIATESk" TEICHERT <br /> VA LI OTICNn.IGe! COMSUIiAnIS• tWlUII4lS i15TItiG <br /> -.- --STOCKTON,-CALIFORNIA <br /> ------- -- -3- - --- -- <br /> PROJECT NO. 24-2045-2 BORING LOG LEGEND _ <br /> ii IN <br /> TM, M0T THIS <br /> CANNOT <br /> BEDOCUMM <br /> id <br /> DUE TO ME <br /> IMPROVED <br /> I <br /> CONDITION �: � ORIGINAL - <br /> CONDITION <br />